Control technology and coordination deformation mechanism of rise entry group with high ground stress

摘要

Based on engineering practices of Wuyang Coal Mine,we carried out X-ray diffract researches on No.3 coal; and the rocks of its roof and floor by XRD meter,and simulated the interactive effect of the surrounding rock deformation by FLAC2D5.0 numerical simulation software under the condition of different tunneling method of multimine roadway in parallel.The internal structures of the surrounding rocks of 76 belt roadway were monitored by borehole observation instruments; and then,we analyzed the reason of failure and deformation of surrounding rocks of several rise entry,and proposed the technical measures for controlling interactive effect of several rise entry surrounding rock deformation at last.For the thickness seam rise roadway,two conclusions were drawn:one is that the co-deformation among roadway groups mainly reflecton that both shear failure and deformation in coal pillar among roadways have decreased the width of pillar core region and clamping action of coal pillar to roof strata,increased the actual span of roof strata,intensified the flexural failure of roof strata and prized the bed separation of roof deep rock strata.The other conclusion is that the factors controlling the interactive deformation among roadways is obvious when appropriate re-adjustment in construction sequence of the tunneling of multimine parallel roadways because the construction sequence among roadways also has great effects on deformation of the surrounding rock in roadway.